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Start End Total 10.5 Logged By YZ Driller Geologic Drill,Inc. Drilling Hollow-Stem Auger ` <br /> Drilled 11/16/2016 11/16/2016 Depth(ft) Checked By NLT Method <br /> Surface Elevation(ft) 283 Hammer Rope&Cathead Drilling Deep Rock XL Trailer <br /> Vertical Datum NAVD88 Data 140(lbs)/30(in)Drop Equipment <br /> Latitude 47.83425914 System Geographic Groundwater <br /> Longitude -122.2106965 Datum WGS84 Depth to <br /> Date Measured Water(ftl Elevation(ftl <br /> Notes: None Observed <br /> V <br /> FIELD DATA <br /> a N <br /> w- - vE E m s MATERIAL <br /> 0 9 Z DESCRIPTIONo- <br /> REMARKS <br /> a >) w 2 w <br /> al N" <br /> d .- U E N (p. O VJ .O 0 c�p <br /> W o E d' m U col-- C7 COU U it c.� <br /> 0 m. Ac Approximately 1'/z inches of asphalt concrete - <br /> SM \ pavement <br /> _ Brown-gray silty fine to medium sand with gravel _ <br /> (very dense,moist)(glacial till) <br /> p 7 0 100/4" 1 <br /> -L`5 - <br /> - 5 7 5 50/5" ? <br /> %F 13.5 44 <br /> --- <br /> SM/ML Gray interbedded silty fine sand with occasional <br /> - - - gravel to silt with sand(very dense,hard, - <br /> moist) <br /> 1 4.5 50/4.5" 3 <br /> —`t\<•D <br /> - - - - <br /> UI <br /> 0 <br /> z <br /> O 10—1 2 50/5 4 — <br /> a <br /> 0 <br /> z <br /> a <br /> t7, <br /> I <br /> 5 <br /> U <br /> W <br /> r <br /> 0 <br /> 0 <br /> w <br /> (7 <br /> O <br /> U' <br /> WI <br /> UI <br /> W <br /> W <br /> Z <br /> U' <br /> Z <br /> °,::O <br /> W <br /> U' <br /> E <br /> F <br /> 2 <br /> E <br /> F- <br /> m <br /> O <br /> (7 <br /> Fl <br /> Z <br /> Note:See Figure A-1 for explanation of symbols. <br /> g♦ I <br /> 1-6 <br /> Log of Boring GEI-6 <br /> Project: Community Transit Swift II <br /> E G EO E'N G I N E E RS, Project Location: Snohomish County,Washington Figure A-6 <br /> �/ Project Number: 2095-032-00 Sheet 1 of 1 , <br />